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PLANSDate _9 — /‘ vP Metropolitan Dade County Building and Zoning Department Attention: Building Official 191.03-92 SWIMMING POOL OWNER'S CERTIFICATION 1 certify that 1 am the legal owner of the property described as '� 1-/- 161 located at 12 VS -- 92 Sr In accordance with Section 33- 12(f), Code of Metropolitan Dade County. 1 certify that 1 understand and agree that the swimming pool to be constructed at the above address cannot be used or filled with water until a separate permit has been obtained for an approved safety bar rier, and such barrier erected, inspected and approved. I further understand that this certification, however, does not eliminate the need for ob- taining a permit and erecting an approved barrier prior to final inspe K., and - ' the pool. Legal Ow Legal Owner Note: This certification is to be submitted with a swimming pool permit application in duplicate. BULLNOSE HAND HOLD OR APPR EQUAL C � SWIMOUT DETAIL 12 VOLT POOL LIGHT 4" PNEUMATICALLY PLACED CONCRETE R FORCED W/ NO. 3 BARS SPACE AT IO" CENTERS BOTH WAYS. 1 JUNCTION BOX „ 4'0" min. . I,•r ' • .. 2- NO. 3 EACH WAY 12 " -18" SOIL STATEMENT 12" 0 IG SLOPE ] :7 MAX. POOL FLOOR SLAB TO BE 6" THICK PNEUMATICALLY PLACED CONCRETE REINFORCED W/ NO. 3 BARS SPACED AT 10" CENTERS BOTH WAYS. . POOL WALLS TO BE 4" TO 6" THICK PNEUMATICALLY PLACED CONCRETE REINFORCED W/ NO. 3 BARS SPACED AT IO" CENTERS BOTH WAYS. POOL SECTION • - ,GROUND WIRE (NO. 8 COPPER) W d SAME AS WALL THICKNESS UNDERWATER LIGHT DETAIL STEP TREAD-RISER DETAIL INLET --t ANTI- VORTEX MAINORAIN TO 110V/12 VOLT TRANSFORMER 3/4" NONCORROSIVE CONDUIT W/ GROUND WIRE TO PANEL SLOPE 1/4" PER FOOT AWAY FROM POOL \kilt! DECK SLAB DETAIL . BASED ON AVISUAL INSPECTION OF THE SITE. SOIL CONDITIONS • ARE ADEQUATE TO SUPPORT THE DESIGN BEARING OF 2500 PSF. IF DURING EXCAVATION, CONDITIONS OTHER THAN ABOVE ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED. • I-1/2" HYDROSTATIC RELIEF VALVE SET IN ROCK BED 4" CONCRETE SLA@ W/ 6" X 6" 10/10 WIRE MESH REINFORCEMENT C.Y. a • • MAX SLOPE 1:7 I• NO S BAR 8 CONTINUOUS SUCTION BUILDING WALL is" TO LESS THAN 3'Q" Ia iir o rn BUILDING-POOL SECTION WEDGE ANCHOR DETAIL SKIMMER DETAIL POOL WALL TO BE e' PNEUMATICALLY PLACED CONCRET W/ NO. 3 AT 6" CENTERS VERT &AND NO 3 AT 12" ENTERS HORIZONTAL ADJUSTABLE LID REcIRC RECIRCULATION PUMP S ST TM M A RA 60 l F-1/2 HP SELF PRIMING Cie Se44)AL EQUIPMENT ISOMETRIC rI I jk r ly• I- V2" AIR RELIEF VALVE STARITE TXR -100 W/ 100 SQ. FT. Of FIL1ER AREA ta 12- , rWhy -l l o• GAS FIRED POOL HEATER (OPTIONAL) GENERAL NOTES I. ALL CONCRETE SHALL DEVELOPA MINIMUM COMPRESSIVE STRENGTH AS FO LOWS<WITHI. 8 D AY$ a. POOL STRUCTURE- 3)500 PSI b. DECK SLABS - 2500 PSI c. FOOTINGS- 3000 PSI 2. REINFORCING STEEL SHALL BE ASTM A.615, GRADE 60. WITH A MINIMUM YIELD STRENGTH OF 60,000PSI. 3. ALL POOL AND EQUIPMENT PIPING (EXCEP TION: OPTIONAL POOL HEATER) SHALL BE SCHEDULE 40, PVC-PW, NON-THREADED, NSF APPROVED. 4. HEATER (WHEN PRO . LVIIDD g ED):S � H � ALLL HAVE AMINIMUM 4'd' OFD COPPER OR C a H ON rE R G S S LL E WE HIN 6 S 8L EOFH q TER. S TOFF VALVE b. LPG SYSTEMS SHALLHAVE EMERGENCY SHUTOFF VALVES AT THE TANK. 5. ALL POOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN STRICT COMPLIANCE WITH NATIONAL ELECTRICAL CODE. 6. ALL ELECTRICAL. GROUNDING AND BON SHALL BE IN ACCORDANCE WITH ARTICLE 680 OFNATIONAL. ELECTRICAL COOE. 7. NO OVERHEAD ELECTRIC 'HIRING SHALL 6E LOCATED WITHIN 10 FEET OF POOL WATER EDGE. 8. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH SOUTH FLORIDA BUILOING,COOE, SECTION 5004.3 NN ANO.04T FR , UI ALL ROO„Q .W . f AL,LWINQQVIfS ANO f3QORS . , FOOL HEATERS LBELOCATE A ' OdATE ' ,NWT HIN is S C SHALL NOT FEET 1- V2 HP PUMP • TO F. P.L. METER 2 -N O. 12 IN V2" CONDUIT ELECTRICAL RISER DIAGRAM HYDROSTATIC UPLIFT ELEVATION TOP OF POOL WALL LESS POOL DEPTH - ELt~VATION TOP OF MAINORAIN FLOOD CRITERIA LESS ELEVATION TOP OF MAINORAilki POOL IN FLOOD CRITERIA LESS 2'0" HYDROSTATIC SLAB THICKNESS REQUIRED'' ` .1 1 t. 1 4. ■ • tttE kJN - - - • • FLOOR SI,EVAI1 ,g tae) • • • Top and Bottom Chords = 2x4 #2 S. Pine, Fir -Larch or Hem --Fir. Verticals = 2x4 # 2S. Pine, Fir -Larch or Hem -Fir; or 2x3 #2 S. Pine, Fir-Larch or Hem -Fir. *2x4 "LII brace regld. for all vortical webs over 3 in length; attach w /10d nails @ 12 Furnish copy of this drgg, so he will know this braoing is required. (Typ.) RUSE Peak Plate to match common trusses Vertic • :'c Spaced Splice Plate to match common I trusses " I o.c. NOTE: fl 1x3 (Typ.) Span to match common trusses AtP.h( con ".1,3 Mt 10 GyC 4.rM...O.IM .'U ✓'•II W NV la 0001 •YN 01 V..• 01 tan I0.04 P9411 9 p1 luulnl a Now. e L .. curt...), 04 loc.!d by coda la) al a.nItoPot To'r 0) .p Iv 10% 04 9..tn et. , 1 p .001/d CUT r.r. Cl M■0 f �1NI 4444 retlu.: of .1.040 n1 .dick ...II p■ua.n• '01", 1.,444 rw p Q4Lfl�L1! � naor. 4" td..nq .wh .w B.w.ry ...rnnt ..0 la e' 1n0y I.. u..d y.T•ll.r.9 .n ■r0. .,..1.11 4.o91h up 10 0' CISI((N ST.NGARp0 Cpnlp. m w..h 410.4. cast .00.. u.t al h.1..XM 0 • 4 •1^ Spet.l.c.l ly SP Pd G..J. 1044 4r.0 try Calen•r hf PAO 0.'..401 S.ec Io. 1.x•4 I.4e4.4 w.lr Cun..a44,1 P0od Trt..4a I TPI) •ryr.' 14 dl 1 bolt .1.7,W.4 4/ u•. nulalu.N rh* I(CY ( APe•IPt Perwnt 6N1.^9 43.441 re t.u■O /. be pro %Wi.r 41.04 , pea.. 9 . 441,4n 1w.c.. s rd.•ch ,1 Ir4.I14 . tyu•'t0 le (4 edn■ to pt.09 end .404..0..9 0i *09 .0.4.00 ✓4 pe,reeol 14.4..9 .dl.ch me, lK ■Iqu..ed in 4,0 1e4. T.,c•et• Ail r• vetted .04lat.rd no Nt.N.n94444.l er 944/4 h. 400 4 t '?y 4111 (♦ Insd et 3 0 0 c ..• 00.09 00 /41 ceJuy 0 4. 00 ,Lrgdy 1P 1+041001 / h 1 ••l 1• Prato 44 IG 0' 0/ n r.4,4.4-• I t .h M M. r ..d h,t4.111 au 4 :.n.PI..rt .41.9 14. .(044 N.�U• "h 4041 . rt4 0' ■10 n•r.rnlc.r rtl.rt ■■■••■01 DROPPED GABLE END Outlooker .BRACING DETAIL 1" nominal sheathing 4 or 5/3" plywood, Common Use either Diagonal Truss Brace OR "L" Brace when webs over 3 long, 12 _�JVariea to match common trusses P M� 4 /4 2x4 Diagotial brace; attacl w /2 -10d toenails @ each end Or. By TCE Chkd. By 010 11ropped Gable End Heel Plata to match common trusses Loacgipg Top Chord + 10 55 33% Bot Chord rot. Load Our. Factor Spacing psf psf psf OAG /15/76 D) wg. A10 006 DC Length Varies Pitch arses Typ Dro > >ed G b 2x4 Sub — Fascia � 2x4 Sub — Fascia 1x3 block optional* x4 or 2x3 49" to 72 *Required with 2x3 level return See cant. truss design antileve Overhan. Len t' 72" Max. ♦to,e cons ctort art 20 6•a. 1.•+..d st..l and .t•ll b• .p,::•d to tote r. .• of tra.. •t utb Jo.nt. Nett. ,.•tt to toctt.d a. she e..c.r entered, or lec•t.d t met. le) or di..o.,.•es. tol.r•ne• or op to iO! of woo •re• is ;.rs.t'.td. C' ttt15 •nd FABR" tl t•yutru *elutyt.at •nicb will product tottg }otnts •nd plant. •era• d t••: tl each •td. Peartr( rtdtbs up to a' .a■ to ut.d, p. n ittirg at is is o.• ult (tooth up to 6' E`l4Y >TOLOt'S roofers with •pplie•ble prop stocs of 'i.ttoe•l Ce•tro Spectes:.tios fer >tress - Cr•dr ! sa.r and Its Fast nit's' ( 'FYA 1 son 'T..tita !c•riftc.ttnn• for Ltjat ..t•1 Plate Connected tool 't .. =e•' ( TPI 1. MID 64ACl'G a not IA.. r.spon.tbiltty of Ito truss dutater. ;tate a•tuf•ctur.r, •. - r :r.0 fabricator. P.nuts eroettc( trutus an cruuon.d to soak praf•sttonal .:•1.• t.d.rding ereetiva rr.ctrg which a al••ts r•autr•d to pt.r•o' toppling •nd dcuootop dun tg sr•etioo, and -.ra.n•ot tr•:tnd +hieb .•y t• required t• metric .pplie•tt•os. 'fruues stall t• •Met•d and f•st•n.d Is a atr•lett and plub po•tttoo. a eo ...thief ti •pplt•d d ly to top chords, tt•y •E•il t• tr•ced at >' -0' •.c. a•a. bt•r• no rigid tonic' is •pplted directly to bottom chords. ..II at•lt t• br•ced • it t0' -Y 41.0. •••. Trusses •L•it b• bend led tilt r•.oe•bt• tare during ftbrtc..... ssippirg sod enttto t .•s +se s.. ,.- .uv . >•. - +�-s Lumber to be as specified on truss design. LEVEL SOFFIT DETAIL FOR SLOPES 2.5/12 & GREATER Trusses shall be fastened to bearing walls with framing anchor or equivalent. In areas subject to hurricane winds, trusses shall be fastened with 1 /8 steel strap anchor embedded in tie bear and bent over top chord (bottom chord on cantilevered trusses), and secured with 3 — 16d nails. Other equivalent methods may be used. Soffit members over 24" long shall be fastened to 2x4 treated ledger with framing anchor,ledger to be bolted to wall 48 "o.c.(24 "o.c. for overhang greater than 48" 1 21t 24" 1x6 36" Wedge *(optional) 41411 11,110 4 r 2 2x4 2x . x3 oa ing Top Chord 45 psf of Chord 10 psf Tot. Load 55 psf Dur. Factor 33 --% Spacin82f0" 0 c Drwg. A10003 PITCH 2. /12 + TYPE OVERHANG DE a ti- .... -..un x+ out ern ne, r- arc or em- r 2x6 #2 Southern Pine, Fir -Larch or Hem -Fir 2x3 or 2x4 #3 Southern Pine, Fir -Larch or Hem Fir NO1E: If sheathing or filler, the thickness of sheathing, is used beten truss top chord and valley bottom chord, one 16d toenail may be used in place of one hurricane clip. •LP l eonnettors •re 20 go.. s.L steel and •boll t. .ppii.d to both feces of buts •t each foist Flat.. sh.t1 be lecoted ee sbooe, either centered, or located by circle. 1.) or di•tsslons, Tol.r•nco .1 up to 104 of sir*. .,e• s• pi/silted. CLTT and fASkICATit0 "Iquitos eyulp•.nt shirk rill produce .Dud - trollop Diets o.4 giss NA t , GcL1.L LLTtfitH 14..40 d" b..ring ..ch end. Storing width, up l• , b• used, p er.ttling oo incte.s• is ♦..tail t eolith up to b " it SA) , hLSIGI - Grade .ul 511ND.NDS roofer• with tpoolltob L. prorieron• of "9altora Colo Specification for Sleeps rlsr arid asteolo`s' 1 Np1A 1 gad "Noise Spetifitoltnn. for 'loft Motel Plate Connected Wood trusoe s" 1 TP: 1. fLLI.O tkACINg is not the r..poosrbtlrty of the truss dcsign.r, plots suwf•ctursr, nor truss f•br door. P•reons .reetro$ truss aro c•o1ioo.d to seek professsnn,l .deice regarding motion bracing which . .Iroy• resulted to p l.pplios nod doe tooted during ersrtioo, and p.r.•c,nt L ■seing obit' . Cs required In sp.elflr .pplra.tIons. Trusses 'hall be .,..led •fd (..l...1 u • rowel it end pl'r.. stern s . Shot" • Db••tkint Is •pplred dlr.tuy to top tb.rd., they 'hail be braced at )' -0 0.1. ass. Where no rigid callr1 I. apples/ directly to boots• chords, they .boll to braced at 10' -0' o.c. 000, fruiters obeli be h.ndl.4 with re a oo.ble taro during fabrication, .blpping, tied pr.. .el Iwo dotted*, Dr.B RWB_'Chkd.B ,Oa ing Top Chord 45 .psf of Chord 10 psf Tot. Load 55 psf Dur. Factor 33-% Spacing 2'0 o.c. RWB Date12 /21/76 Drwg. A1OOO4 R LENGTH - -.— PITCH Varies TYPE VALLEY DET. • ^e,'aar.. ?ire �...ae {.:+ ..A. ii it :Ord.VM s ierr}.}M a Tdw`af•% %fl!•+t}R:H• ..Y AINAKare'4,40.11e:7A4' - wince ansbe - w c • tyn.. ;y «,sea- �+..:ss : x.':•� . -. :lr ,lr+e.v 's1 )ss:.,iWrye.. :4r +..N.:•rr. - r raw sur.'1.1t✓,r„e, .w:a.:- ..rt..e 4.. 1) • 'OW +n.'..erib. nsi • r.i.+s: HEM -FIR ,2x6 Topl2x4 Bot Sel. Str. i CC- 1�T0'8" I 34'8' Sel. Str. Dry : 38'0" 1 32'8" 1 � - 15 37' 0" 30' 4" =1 Dry f 34'4" .28 4" #2 MC-15 1_33 ' O1' 25 ' 8" 42 Dry I 30' 8" -_ 24'4" \'ebs to be 2x3 #2 Hem -Fir, Fir - Larch, or Southern Pine; or 2x4 'F3 Hem -Fir, Fir - Larch, or Southern Pine. r7x6 44'8" 6x6 42 ' 8" 2" . 6x4 36'8" 2 1" 3x8 ' 5x101 5x9__40' O" 5x8_ 31'4" 5x7• 27'01' 12 41'8" Max. 3 FIR -LARCH 2x6 To gel. Str. Dens iT0= 55"j 4T 81 Sel. Str. Dense Dry__ ' 44'8" Sel. Str. MC -15 Sel. Str. Dry 43'0" 3 # #1 Dense MC -1 5 44'8" 1 Dense Dry - - ` - 4318" 41 MC - 15 42'4" 1 Dry 39'8" 7f2 Dense MC -15 42'0" #2 Dense Dry -__- -- 3914,1 #2 -15 38'0"__ - t #2 Dry 35'4" 1 { 1x4 44'8" x 3 36'8" j t1 14." 3x4 44 gl1 F f 36'_8" 6x6 6x4 t p o f0. of given area is permitted IITTINI nod IAIRII.ATIVO 4 111...5_21 39' " 8x10 44'8" 6x10 42' 0" 0 5x8 5'", 12x4 Bot SOUTHERN PINE 2x6 Top'2x4 Bot A 4r8 Set. Sire Dense KD 44'8" 44'8" _ 43'4" Sel. Str. Dens Dry 4 44'0 " __ 40'8" Sel. Structural KD 44'8" 41 ' 8 " 38'4" Sel. Str. Dr 43'0" ' 39'4" 40'8" 7/1 Dense KD .. 44'8" 41'0" . 3 8 ' 4'! t #1 Dense Dry 43' 8" I 38' 4" . _ 361 011 34'4" #1 Dry 39'8" I 33'4" 3 #2_ Dense KD 41'8" 34'8" 33'4" #2 Dense Dry 39'0" 334" 31 ' 0" # #2 MG__ KD 38 ' O ' 31 ' 4; - 29'0" f #2 MG Dry - - - - — 35'4" - � ^2 ; O " i #2 KD 1 34'0" 27'4" r #2 Dr 1 31'8" I 25'8" * = 1x4 Cont. Lat. Bracing req'd. on spans over 26'0" for 2x3 and 27'8" for 2x4 webs. N ote: Spans greater than 32 require l be located as shown, either centered. ered, 6" Nom. Brga o r located by c i roles lo) or dimensi l ALPINE connectors are 20 gage gslvaniled steel and shall be applied to both fac es of trues •t each lotnt. Dr . Bv .hal nt, Tolerance of V I M e)ll Cl11Sd • BV r -- -- - - -- smug -fttl leg loiots and plates. t lt/flAL1. LF\(i Tlt:; assume a" hearing ach end. widths up l p i ns to used, permitting an i, X Dearing orl .e up to b" v P g to overall length up to b " LP_,I■V STAN OA h_IS conform rich appl icahl, provisions of "National Design "peeificalion for Stress - Grade Lumber and Its Fastenings" ( 1.1TA 1 an. " Desigo pecifita ti or. s fur light Metal Plate connected Wood Trsses" ( TI'1 ). FI1.LU hIAoING is not the responsibility of the truss designer, plate manufacturer, tier in fabricator. Persons erecting trues., .ft cautioned to seek professional advice regarding erection bracing rhich is always required to 1revs41 toppling and dominoing during erection, an! permanent bracing vhich may be required in speetfir applications. Trusses shall be @reeled and fastened in • straight and plumb pusiitnn Where nu al.e•thini is applied directly to lop chords, they shall be braced at 1 -0" o.c, mar. Where no rigid telling i• applied directly to bottom chords they Nall l braced t fU' U" T .e r ce • o.c, mu, fusses shall be handled rill South. _Size _Pine 3x12 _44'8" 3x10 44'8" 3x9 41'4" 3x8_ 3x7 1 32'4" 1 4 i CERTIFICATE rNoo 5911 l� 5 ATE •F FLORIDA Fir- Hem - Larch Fir 44'8" 40'8' 40'0" 360' 36'0" 32'4 32'0" 28'8 28'0'1 WR�1 Date 10/9 1.oauing Drwg. A108'10 Top Chord 45 psf Bot Chord 10 psf LENGTH 44'8" rot. Load psf TRUSS )ur. Factor 333�1 P PITCH 3/12 ■ � � CJ` u � . ' Spacing ,..r�. ■ aJ reonnble care during fabrication, shipping, and erection to preteol mac uei.e damage, Spacing 2' 0" o a c a TYPE HHOWE �I' �m" 1GTrSMS.�rZ4.."'&p..BLL777'sA+. ...::2T.T.:rd�r'S'T.;.� .' �� �`.: sFc:... u 77' " ...T'3T..x�'�' ^�:�a nT— �sr•cr:�lr•.r.+*; e — J ""`"...a. - . r,?.'^rw`cq',"'., :s'2 ]t e'Tr"1' r0`^R"F'"R^ • n„ y • rTR'.Fn>! : ,:: «r tr ± »:..: �a� v. -• �. ,. t +�,::F:w.'t::r.a:r « +:.rr r- :.,.�.a ^irk:+ ., >":� . ;.._ .,h..;,,a �,.. �::nar tie. .:,.:.� ", .: <. P L PINe o ..tors as. 20 gage galvanised steel sod shall be applied to both faces of truss at each joint. a te s — eha11 be located as shorn, either centered, or located by circles (o) or dimensions. Tolerance of up to 10t of given area is permitted. CUTTING and FABRICATING requires equipment which rill product snug— fitting joints and plates. OVERALL LENGTHS assume e" bearing each end. Bearing widths up to 8" may be used, permitting an increase in overall fength up to 8 ". DESIGN STANDARDS conform with applic►blc provisions of "National Design Specification for Stress — Grade Lumber and Its fastenings" ( NVTA ) snc Design Specifications for Light Metal Plate Connected Wood Trusses" ( TPI )• FIELD BRACING is not the responsibility of the truss designer, plate manufacturer, nor truss fabricator. Persons erecting trusses ars cautioned to seek professional advice regarding erection bracing which is always required to prevent toppling and dominoing during erection, and permanent bracing which may E. required io specific applications. Trusses shall be elected and fastened in a straight and plumb position. Where no eheathint is applied directly to top chords, they shall be braced at 3' -0" o.e. max. Where no rigid ceiling i. applied directly to bottom chords, they shall be braced at l0' -0" o.e. mss. Trussem shall be handled wit! reasonable care during fabrication, shipping, sod erection to prevent excessive damage. 1, 1 Ilrwg. A10800 TRUSS r.B MJM caging Top Chord 45 psf of Chord 10 psf Tot. Load 55 psf urn Factor 330 Spacing 2'0" o.c. Chkd.B WRM Date9 12 71 ength 22'8" itch 3/12 HEM -FIR 12x6 To '2x4 Bot Sel. Str. MC -15 22'8" 22'8 "� Sel. Str. Dry i 22'0" 22'8" #1 MC-15 ' 21'4" 22'8" #1 Dry 1 20'4" 22'8" ;#2 MC -15 19'4" 21'4" #2 Dry 18'4" 20'4" Webs to be 2x3 ##2 Hem -Fir, Fir - Larch, or Southern Pine; or 2x4 #3 Hem -Fir, Fir- Larch, or Southern Pine. 2" 1 5x4 1x3 No Splice 5x4 W /Splice FIR -LARCH Sel. Str. Dens MC -15 Sel. Str. Dense Dry_ Sel. Str. MC -15 Sel. Str. Dr�r 11 Dense MC -15 #1 Dense Dry #1 MC -15 /1 Dry --- _ 2 Dense #2 Dense Dry_ # MC - - - - #2 Dry 22'8" Max. 12 --��j 3 2x Tol? 2x4 Bot 22'8" 1 22'8" 22'8" 1_22'8" 22'8" 22'8" 22'8" 22'8" 22'8" 22' 8" 22'8" . $ 22'8" 22'8" 22'8" 22'8"_1_22 } 22'8" 22' 22'8" 21 ' 8" 22'8" 20'8" 22'8" P ..i_..5. r i...1 ..'5., , F! ......it:; : .f i "':h .:.1 ...•ai -1 _SOUTHERN PItiTF: A 2x6 To� 2x4 Bo Sel Stre ense_ D KD '22'8" ; 22'8" Sel _Str. Dense _Dryj_22' 8" 22'8" Sel. Structural KD 122'8" ; 22'8" Sel. Str. Dry 22'8" , , - 22'8" #1 Dense KD22' 8" ! 22'8" #1 Dense Dry #1 KD #1 Dr,x" ##2 Dense KD # #2 Dense Dry ;#2 MG KD - - r 2 MG Dry 2 KD 22'8" f 22'8" 22'8" 22'8" 22'8" t 22'8" 22'8" 22'8" 22'4" 21'8" I 22'8" 20'8" 22'8" 19'8" 1 22'8" #2 1)r 18'8" ' 21 ' 8" South. Fir- Hem - Size Pine Larch Fir 2x7_ 22'8" 22'8" 22'8" 1 2x6 22'8" 22'8" 21'8" _ 2x5 - 22'8" 20'0" 18'0" 2x4 . 1 8 4 ",_ 1 6' 0" 14'4" e SIMPLE KING 1 t. =. '._.. :GaX :.'2X 7_ 1 55 1�..":3:r3. - 471 �_ 1 • „, Fasten truss to girder with VIKING '. , For single ' HANGER -b using girder m nails. -' � �r� / For member girder, nails �. } :.��;.( 1 should be clinched. attach truss t ha *_gar with 3 -16d nails, clinched. 1 l .1 4 I _ : : 13'.:i” 1 5 ' ." 15':" : 2:':" 32' : e 4 3 " 40'3" 43'2" d - 12'4" : • .= , _' -n' . „ 42'0" 43'2" ,.,,.,, _ Top Chord • 2x6 =1 Southerll i „ ine or Fir -L rc_ , 13ot Chord .I 2xd =1 Southern Pine or Fir-Larch Pine !'-" i s _ !. _ 223' __ 37'_ 35 3 ?' c 39' - i -2 �i G Southern Pine O? _5 . ' i...:- 3' : y'- :::' 24'� . 33'3" 3 .4 33'4 'ecs � 2 -, =2 Fir -Larch - 1i , 7-.: v'-. :. 23'_ : 29'3' 3! _ 33'4 5'5 , 1.7' ::'4" :1'3" . :7' 4 32'3' 31'E" _ _ 5 ' 2 " , _ _ _ ' : 1 5 ' 4 : : -a 2) _ : 25'3' 2.5''. 3)'3' tj 11 1 i - '- 19'2 1 ?': 1 35')" 2:':1" 40'2 . 43'3' 43'2' 42'3' 15'~ 17'5" . 32':" :. 37': 43'3' 43': 43'3' :4'5" 15 15'2' . i _: 23 : 43'3' 43'0 43'3' - - r', 7'4 5 19'3 , 2'-'3" 27'- 22 a 6x12 z 5' _ 1 :4'5' I S = . 33'4' 25'5" 27' , - 5 '•• 5'-. . 14':" :3'3" : 22'.," 2, ': _ _ _ 25 _ 3 3x4 5'5" 5'3" 5'5' , :3 :_ 16'3 a 21'4,. 23'4 23'3. / ------..` 2x1 _ , : _ ' 5':" 1: _ :5 , -2 ' 4 ,. ,,,, e 1 — ' ;, _ jam- \7_ '- ! 1 9 i 1 ./� i. t ., / 1 t t fT =� t ,+ 1 � f• Li. I f. L....:____ ,• lt'r - L' 1 i •i L., 1 _ at; for .in c..: ._ -...-t are sufficient to fasten first ccor.i. :hird -_-ber sr'-. __ attached to :eccn3 with the nclsber cf ..ails for each s truss: 2- nails far .: •p 1 16' ca-, -1=- to 32'. -.i o -16d to 0' For for or more :inner_ :se(1) -_" tnru -:.oat for t. cans up to 32' and (2) — e_hru_ ; :.ts to Bolts reiui-- - .ashen_ =_t; ends. - 7 - :7rde be shall be fastened with 16d nails C= 12" o.c. throughout, zotn Laces if .are[ - _avers). Bottom chords may be reinforced with scabs to provide additional lead capacity as shown in table at left. Scabs .:ust be cf sane size and oral[ as bottom chord and shall be attached in the shop to girder truss as per schedule at left. If splice is rci'd in scab., it is preferable ' locate splice 4' or -.ore fro botton chord splice. Carne,tor plates arerei'd on both faces of scab at splice and shall be a ;N‘,.. 3x8 1Cx10 8x8 ► 10x10 GIRDER LENGTH faces ,r truss to a . 13CO3 on .rev ?rse is - :f�:. $ sheet for - :earrtng details. 1 -- Not req'd with 8" Nom, Brt?. or 6 Nom. Heel 2 1 '�`..." `=....Q are ,.. - ..1 .:1 till .;p:Lel - ., .,,. .t .a<, ;atilt .I.i)r . B". a `1.J`: Mika • By R'•, " i3 Date is ' 2 y . t • , • 'ba� 1 .7:.:e1 as etcur. • e ._e ` enter[!. no ••i • -' . . • St e:1 . , O . :'eeaatene. le . tf yy �. 3r —sneC -ate ee:ser van' sem:. -wwww C�•. y.e�a..- :a�g n geony.ssr ti \� -► t ' y • , f t.'e: oft. to n perr.ttei. ti •nd ftc• :' :a[ :',- : ' ,[;cues eac:;aent .lien rtl : e { ` r �. r: t - f:ttt :t - :'e a ._ :a::e p : ✓ - - =t'_L •1;'.,S • hat se a' :tars' earn et!. ° [.fife :thee ,p t. !" •a1 LO�1Q Zlld 1. ,� :`1 33-, �.r -! :• ...Ili, per .ae :a .'ers. .eica up to S - . i r - • •T&\ft' " confer■ .:tb ap;l:cable j J + i e :e, -as _f :a: : .retina fpet:f tenth. for Saes, - a=: : :, taste, :res' 1 ' op Chord psf - .w :..� :<.>F e :as Spes :f :.a... -s for l:,t.t " ' :ate 'cnr e..eo 'trot ::vanes' .., r :e• ^ ?1 ^•vG e '. ot Chord 10 psf I r GTH 3-� 0'' SEE CHART - - 1 'ot Load 33 ps j . - 3 ` i " '."" ' )ur, Factor 33 -;� 2 • t;7.tol dtrott:y ts tett,. choris. tt,!)- st.11 t. t,..,1 at 1 o.c. tog. Tr,sses stall to tandlo4 w2t, 1 1 1 !./ ft—, 6J "� cuseable tar. __rate fatrtcatt-a, sb:pp:tt, and eretetva :re•e.. .ac.ssn'e .a...te. GiliDZIZ 661'. - :��...�__3'J_... r_•'- :...yS'�i:s_a.- =�"..a�..3 =�� _ -� .•_o.;._...�. �� �:w�:. :_ir 7- ... -"∎•• • ....� 4 •-. .._....�.:,.:........ �.�,... -_... 12 i 3 (2)3x10 r t • 3x5 tt r w 40 Oar .02v#€ 1,t/ CD �" IraMfr 4> , d ` ( 001.0e e T A 4 / ' c : ? s '.a/ ca a ' 5e, • : ©�i FIELD BRACING is not the responsibility of the designer, plate manufacturer nor truss fabricator. Persons erecting trusses are CAUTIONED to seek professional advice in regard to the erection brac- ing, which s always required to prevent toppling and "domi oing" during erection, and permanent bracing m y be required in specific application. O k c.9 • ANCHORS: BRACING: Lock seat plate and anchor or equal.type by builder. 1 "x4" continuous lateral bracing sea eni;ineering sheets, 3,5 /Q FIELD BRACING is net the responsibility of Tito ¢•si'gnar- plate manufcafurer nor truss fabricator. Persons **cting trusses ere CAUTIONED to seek professional Advice fit re: gard to the erection bracing. whkkh is always required . b prevent toppling amid "dentinoing" during eroctiaa. anti per- maneof bracing which rear be regaled in specific applttatioa. HOLLYWOOD j 3 Ltg. TRUSS BACK CHARGES DO NOT CUT OR ALTER TRUSSES MACK INDUSTRIES WILL NOT HONOR BACK CHARGES UNLESS AUTHORIZED BYIHIS OFFICE 14 ALL LUMBER USED TO BE #2 OR ern'ER. 2.) FOR TRUSS HARDWARE SEE BASH PRODUCTS PAGE 2.02 AND 4.04 OR EQUAL. 3.) FOR WEBS BRACING LOCATION, SEE ENGINEER DESIGNS & THIS LAYOUT. 44 FOR TRUSSES 4V-0" OR LARGER THE CONTRACTOR . MUST SEEK PROFESSIONAL SUPERVISION AT THE TIME OF ERECTION. B.) TRUSSES WILL BE BUILT ACCORDING TO ROOF TRUSS LAYOUT. . - ..:,,,,....,...y ++q Y.wr _ _ _ _ _ •. LEVEL RETURN: 2"x4" P.T. !estop, bolted with 1/2" bolt @ 48" O.C. (2 O.C. for 4'-O" OH or ge; ) Level return fastened with hurricane cl s or equal type by builder. -IIIS: t se Icu4:) # s ' t1 ui;'dee J teusS ALLEYS: CONTRACTOR NZ !C+. /<: OWNKR Sheathing under valley set or hurricane *a.' • MACK INDUSTRIES DIVt8ION HOLLYWOOD LAND COMPANY, INC. - W W4*, ..4, 4*, 9, 7"' IA /4,rro?IFS G LOT 6 ELK. I D WN�Y /9. `4,/ 'Cti OATd G " '2/' 7 7 I DRAWING NO. t++ MIAMI 1145 -8'311 HOLLYWOOD e*Z•07T1 • - • ii iliii ,, , • .t39rl ll t 'iteekLr,ur� rrt ti r r r t --.r_-_-__T--1--- Ike Jr tt :: t it: t7.7. it tom= P ut1 4 k - i ° SL.L. 4 GA � - ..f � '° � : wt 18. Mcrek 33 • x -11 %1 .2.%r, �)t - E\'f`rt I t.IN —IN: 5 F fiL E COM /4/4' • 1j — -, .. -•- --.,- - - r ac.. :.ter ,.rdrti'n . _ -..y 'fl Sr a•i •p'.t.ry .. -.. ^T ..,.. ,... .... .. .K. - . •COttgt 1 • � �Nr � �; �ruuo _ r ; iii s . • r t. 1 I 1 ` • ! : - ). _`;- . - !"� = Tr . TN • v / C lei UFl EN. - t44 — _ t- 4 0 2 c —___. T7 4 4 • ife t 1 ; -0 1 °s` Al *R a 4•N f 1 _l. .....•••••••••• ---- r'... =..,A. •q.... .•+- ,'.- .....s, -- •:..∎.:...ten ...r».- r^-. ...r. � ,,....... ...�R ��._. .....;-...... .'_.�......,r.. z ^ . .....,... _,_••__...._- . • - .. + ..�.. -. .'.: -w. 1 - • • k 1 - 1 . 1 ' Ntq • • LOWEST • • FINISHED FLOOR ELEVATION including basement) . . DISTRICTS : . H. Q. F. FL I OTHER • 1 , equired • • - s' 1= °posed [W. . , . - x-ot t iftappropriate districts 7 • f • ff • • f fr. PN'Ve • Yfiff..... .10^f: 91," ow a, :A yo e, „Ky. ...yr.. , ...„ , . • , ..••••• .,••■ •••••• A v /6 II I Ii I. 0 2 /0 5 11-.6. V ,01 I r t q 4 -fo N 4 ,, or . ,e fouN,A01 ;vim Jos ' ' t - '/N#/Thj i fsoki e54( P.ini _/ - C.Z■ r RY.ra CoNar,r,tJ2/13 G St° N;Pi/wt.: (elopt`Q *ffzo:J Neltyy, f i/g- /slad,,e tO/Avci cAft It) . 60,9ab, tto..z 0 tir 1*,(' t/.1 ?also 4 6494c. flf /6 7(7, 4" ,szhio,v,z z..reo1.11 94 -iv /ris-k-ki - t { •tart* G104 t IR.145 #2/ ,?1" - .10 I r` I „...20,/0F. fr:e FLI NBA 1 N T1LAN - Eirrtru 1 IN Wk- WA/4///tq Pktnics, efts 4 A BF N Fti DEPT. OF ENVIRONMENTAL RESOURCES MANAGEMENT METROPOLIIAN DADE COUNTY EMIR° MENTAL FA1/4 IT S ONLY OVE 13Y— V R YE- E ll I NL, A-r • • ' Kt.; of .A2- "\ '334' \c • i 40. too 9$ f \> r- V .r- ck,. \\'' ,•:.. cs,l'k 6 clt*C) \ \C ' (. \ \\N .CC' \ , f.. .c.0 . ; ? \pS ' &. ..,(' \ V • A:\ hyqv * ,.„ OT..—„ ,, 0, J . ,, z. ,k\ , , ‘C *. '‘ ' . ..ck v. • l ,,,,) , • _ \,. , c ., , , , , c „; , , ,, t.,'SCc' , , c‘c•T‘ - ` „\\•■• t-r:•(C'N.:cs\\\*.\'7;;:::.,‘\\,'':•c:'::; • ,-., '•cf.''''')..j, , ' \`-, ', - .•\:-. R' S ,',''''' :, ,,,,,:.. ..,,, s.‘‘ • N , 4 • t • , r 4 • - )f r ee , (.< 3 ' • • I _ 4 ____:____, ,,e1"' .--- ---.- — 1- ,---,- -- f . , • . A /.. . • : S 4 • , r • 4 4 -) •• (... vt'grck e,1, • J-- • • N E. r:). Ft1 t . [ N'Ac\W I N 5 _Nu tif :4 fa-, 77 • ea' • • „ , lb: Or at, r, *7 ter, • • • P., N. • 44 4.44. 44 4- k .. 4 :44.. .4 4, 44,44* *-4 ma. • ••t.a.*it 70.. Joe O. 4.• 44.4 * • 1%.-.4 a • t ,••••••••,..4.' • .* ( 4-4.(9 F.A.v.iNT 43 5 C&k._5.. l k" - L. 1 -CLIKADE LM 1. , vyrr, fvA ft.19i (...VIS 5' 10"x 10 cONe.'.. 3 ...: 9 .e.71 ?.> • ? --------- 9' $'' 5 , - 1;a:1 , 1": t t 0 E N c.(44)21;„::.,otolt„I'opp j.kDAE.33,rai0*,(18s-4.t.147,--,1 ?4A.:4,.p_v:::41,111tv;:3:68gOvo,,,,r4:ic° Ps A "cA I YRECOtigeNTJATIGI4 • • A.1 INSTALLATION OF ACCORDMCE WIT TO fgoJEoT BEAMS P 45E PE ti t: LE C A1,1,,OWING A NI '. NIMUHt QF tar of..#1,6 In& cm48 P CPS. • OF 35 KI E 0 1REINFOI C , 14 1( 1 1 1 : 6 . , 8 -e• k , -f r6-Ci'iC' 141 4 v CA AC I0 If-Y 5-141 (13- 6" coNc.. 0" : SA T 4; 2> o . - -- -6P ;4)11 1 1 I 11 s , (43 I 711 1/ eio'V.:1.0 0 - 9 )14 (014C. I' ?>OT T . ir , • s ;. •.\ ,01,0 01N s C s ) \\I‘ l 1 CONCRETE-GENERAIit •. Ott$1, Oilfgilla1sitc,4 s,PEclkIATte.441 Qk 1)&0 AtL coyoat TO 4‘1,1: fttgui1ktm4 1g : ,0lt.,,ACT*30I-7 - sTRu,c-ruom. cobfgatT4 tatutuitojt(63'. CO" TO-4.SE A ..C ACCO 14;34 AST14 t:-94i ACHIEVE A STRENGTH As STATE!) i)E1.,ow AT-28:0MS Wulf A Ft:ASTI4 AND WORKAELTEMI)L A :CERTIFICATE OF MANUFACTURER'S lip( AW slikkgos. PpvIDKJ. NO WATER TO BE AFTER TRUCK,LWES, PLANT WITHOUT APPROVAL Oil ENGINEER OR PLANT ENGINEER. PLANT CONTROL IS REQUIRED. ,MAXItiqf 14IX TI E AT FOINT: OF' DEPOSI, 13 siO HINITTES. - " o REINFORCING' S sArta 1.00St - $gxtt A00$. kAtit.r41.; 0? sTA' . THE 81)1E0/NO CODE- RE' ' I - CONFLICT. ACI 311-.7 t ‘ • •A ' s , . " is' • - " a , 11* -.- ,e/i/4"v4ect -1 4 4 t. ,1 , 7,2• .0)• r ' TO.BE (UNLESS NOTED OTHERWISE), F RE E FROt4 On. RUST. AN tAFFEDI PLACED,. SUPPORTED AND FASTENED ACrORDINfl P11.4c4cif,t0 DETAILINO CONCRETE STRUCTURES (ACI 3134) /4./ir) UIE1E1TS FOR NYogodi.colictlitt 3t8-1). IN' CASE Or - F(AtL TAKE P C9ESPr.''' a . a - . '-, . gi 49.411 - el . , .-; , fr• ‘ - - • - 7. 1 . O7/'O MR . 70 ZARS • 6A11 \SS\ \O et • Vc \ IV..)\ \ NS\ , ' • ° L cA\c0i_s.v.>:\c, No I 1# se. I -i_ ^ 1( .10 g -- 1- 1 11;6,111" 2 ; It4oi • • (.."4.5 • LE 2 E.' NI _L- I. It' JO CAtftl *********** Ng col4cRite woitx sHALL vspEotytcA:r %Ott FOR • AarA'044 • Pe 404 $74119/PS VA404:i Piro,0 SUPPeAt Mai AO" 4,1e04,4,11i:P, 41.A,A - To. ,•*.Ar,Ap ?,rA) TA \ 7 ;f - J h • RE\ DE.N1C.b. lv AA i \R? 1 - N. ri iv S" , AM 5 0 F Lic I 1 ' • 1 1 e RI If I •ClA I OF MIA t ci&-- --7-1-i.--4-- ) 1 1 Sh StRrit - -- --- .14--- - A.---- A tt ••• 4:' 1 1 - 4:' ,.i.- mmAk:ftORIDA.3316t 1 A. /"-- I Os - / ... . _ _........_...........____________ . ,... .,..., , ,... ,.., ...., , , ,,.... „,..... , ...., , ,,,,,, , • ....,...., .,,,,.., .... ...., ...,.., .....J....,,* - 1/.... , * • .../.* . *a ../*..,4 **/.* ,..**..../ . .,a_.,......., so -...... -,..- -.... 4...,, ,...,....................,..-..........., .....,.., or ma -,-...,,.............,..,...-.- ....., -,..--.• ** * ....,. ....* ...c.... ... a-0 ,..,,,-..,•-•• ......, 4. -,..........,--.‘ -A......-.... .... . . . J....-. .......- ..4. -*.a......... ■....,.......................... . -.......a....IL ..,, N. ,....--...V.....6...a.,•■•• .....At ....--1.............,-,-....,....., s,,,,,,:“.....r..........,......,...,....-.,,,, -.a..., • ,..--,,,,........•,,,,,,,,,,,,,,,,„_,,,,- ,.... „..., ,,,,. ........,,,,„ ,,„..,,.,„,...._,..„ .„...,,,,,,, _....,,,,.., ,..„, ,,,,, ,,,,,,..„ ...,...... ,,,,,.,..., .,,,,,,....... ......... ,.............„.......,, .... ..„ 9m07.! 6 - ar....-6.0Nea - . _ __ . r..... r �.- .�_.. � .- .._,... • r f0 I� • f >,� 11 �1aff 1'1111�ii l��t. 1 I ' ' D • ,," - 11,YA� I, s's Y l Orr. L4Sb`_Y • ! U _t H c� F try i In M .__ 7 I - 4 IR� ifTi' li ji Ii i t � -r___� A ., 4 .�► - s S ;t LI b 7 (1 , • /3 -2" r < I) di rt , -,r " r rf 1 ICI �� //f fa (r/CAi' ?C [71 -'c F.t , '/ I l //, - i • " tla6ti 1 . /3.4t/.t.) Voir A ^4L ft.1 1 r c& cIV; I ! 1 a-} ■ -t .1/43 s‘'11--4" - (fgc N-__ • ° K a .: 4. i7 ,,C at y ( c. 1 t1V!NG 1 oot -- CAV'tr t 1 iy 1 1 ,. ' /vaScM s py ° f` is J A 3 =6 " V 3 c J cti ' aiv'f' fails 4111.4 f + (A/2 WcoO(/vJ �1 o.r1o'► ( o''("AT T/, • 7717' arkt I f_ c tr� 3 � 2. :r 1 , kf ;. S 11( rm t-.4 i .........,1, T 0 C►F.Y .' / 2 ,. I (A.epsr 1 r /0 =1 H ; V-rio I.iR I k(- &1 A � :�NIf, {y.\ 7 ;- 1 1 , UN{ AX i -_ \ rt, PgR- I Ok ' fott',C9 - .ik:c pan Cuttlif 1.: FeLe .30 27, r-IRicW1Nri Ng i r 7 t Nt.".., 9 RTit • FILTER CLEANER HE•TER SIZE a DEPTH ELEVA ION DE FINI H LADDER MINI. SPA SCREE /4 , I , < NA. - Jr 4 1 JLs7 ,21 I ! i II 0 f 4J yri '- IJe ('1 (6-1, 1/4 1 , 0 IS 1y LEGAL DESCRIPTION! LOT NUMBER b OF BLOCK NUMBER OF PLAT BOOK 44-- AT PAGE NUMBER 433 DADE COUNTY • FLORIDA . 1" - 1 4 il-iE,E PLANS AE tPPOk ED it.,',1 Q,. A BUILDING PERMIT ( 9-141 - 1 - 1 NQ VIt"'"I'FIc h, ,',I It VAR!, I STED V1 "REVIARKS" 140 OTI-IER r,E IATQ !' '1'-" '11 S'''''-'E" RUII DII' A''D ZONING ORDINANCES N M. LIE i' U SPF‘ 12 ...":10 LITE) BELOW. ALL OTHER APP IOC' S'ffE AIID',0'.! LA'•'IS MUST EE COMPLIED WITH 3Y AU. PARFIE3, , 1 r fr 91e FIRE DEP R1EN; PUS1.10, POITE DEPAR1 ,, - BUILDIN':' DI. o . . PLAT IA 7; VILLAGE 1:0U — . ' .-- APPROVAL - , - PRELIMINARY:. HMI: REMARRS: . , GOMPIIA,,LE ,i'VIIIi 1. E S4..11:i P13', a.ie ,i ADOPTED I BY IIA1 SI:ORES \11.11GE li 3,.iED. Ir BUILDER & SU3 COVIR'CLStS3 l' - ` .. ' ' "! ' F ALL BUILD Ii1G REGULATInS ViliEl Hr..:1 ea l;Or SPEC II2'11CATEII F1EREh$. ..x 9.1.-- ..........,.....• ,---....... -I al..■•■■■.. . • ..- • /0)14 6 e...P/A 1 cot) CARAork 4. cat j,vr r 1 - ( ;kJ /OA A • • 10%114A I*0 qtoroir,psArio . efwetri 0,1,3442% 9274277 Jcb rtmle d 66.40* cov tr/A te'4. oPigF '40//110 . . . qr..- /0)14 6 e...P/A 1 cot) CARAork 4. cat j,vr r 1 - ( ;kJ /OA A • • 10%114A I*0 qtoroir,psArio . efwetri 0,1,3442% 9274277 Jcb rtmle d 66.40* cov tr/A te'4. oPigF '40//110